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Alkali-activated concrete with Serbian fly ash and its radiological impact
(Elsevier Ltd, 2017)
The present paper reports the results of a study on different types of fly ash from Serbian coal burning power plants and their potential use as a binder in alkali-activated concrete (AAC) depending on their radiological ...
Quality Control Plans for Girder and Frame Bridges
(IABSE Symposium 2017, Engineering the Future, Vancouver, Canada, IABSE Symposium Report, 2017)
Infrastructure Managers works every day according to some kind of Quality Control Plan (QCP) in order to ensure a desired quality with minimum traffic interruption balancing cost, risks (implicit or explicit) and performance. ...
Long-term behavior of composite concrete girders made continuous
(Precast Prestressed Concrete Institute, 2010)
Time-dependent effects play an important role in the design process of concrete structures. In order to predict time-dependant effects in concrete structures, engineers need reliable data for creep and shrinkage properties ...
Long-term thermal two- and three-dimensional analysis of roller compacted concrete dams supported by monitoring verification
(Canadian Journal of Civil Engineering, 2010)
This paper presents two-dimensional (2D) and three-dimensional (3D) numerical models for unsteady phased thermal analysis of RCC dams. The time evolution of a thermal field has been modeled using the actual dam shape, RCC ...
Ski jump design
(Proceedings of the Institution of Civil Engineers-Water Management, 2010)
This paper is concerned with ski jump design for overflow dams and chute spillways. Despite the vast scope of literature on this subject, research in this field is still needed. Three important issues are addressed: take-off ...
Structural rehabilitation and stabilization of Smederevo fortress Tower 11
(MASE - Macedonian Association of Structural Engineers, Faculty of Civil Engineering, Skopje, Republic of Macedonia, 2017)
This paper presents the structural rehabilitation and stabilization of Tower 11 of Smederevo фortress. The tower is tilted for about 1.8 m towards its outer edge, that is, towards the surrounding vertical walls that it was ...
Headed Shear Studs versus High-Strength Bolts in Prefabricated Composite Decks
(American Society of Civil Engineers (ASCE), 2016)
Prefabricated steel and concrete composite decks are an interesting option to improve competitiveness and sustainability of the composite structures. Longitudinal shear connection is usually established by grouped headed ...
Long-term behavior of continuous girders made from precast elements
(TTEM journal / Tecnics Technologies Education Management, 2014)
Glulam beams reinforced with internally positioned CFRP plates
(MASE - Macedonian Association of Structural Engineers, Faculty of Civil Engineering, Skopje, Republic of Macedonia, 2015)
In recent years the use of fiber reinforced polymer (FRP) composites for strengthening and repairing structural members has significantly increased. This paper presents an experimental study carried out in order to investigate ...
Experimental Investigation of Cracked End-notched Glulam Beams Repaired with GFRP bars
(Slovak Forest Products Research Institute, 2019)
In this paper, an experimental research on bending behaviour of end-notched glulam beams and their bending behaviour after repairing with glass fibre reinforced polymer (GFRP) bars is presented. Altogether five glulam beams ...